Loading...
Plans (6) PLANS PREPARED FOR: OFFICE COPY OFFICE . �_ ,w „ 1 eCOPY T Mobile CITY OF TIGARD Approved by Planning�,^ 830 HOLLADAY STREET V ` PORTLAND,OR 97232 . Date: r �� 1,'. PLANS PREPARED BY r - Initials: __ CITY OP c RECEIVED fi ,nt,ltg,„4,►Associates FOR CODE COMPLIANCE ZONING JURISDICTION: PORTLAND MARKET OFFICE Approved:• P#313 _ VALIDITY OF PERMIT 'JUL q ry 3MOAKE OS EGO,OR 35 1 � La�� LAKE OSWEGO,OR 97035 CITY OF TIGARD THE ISSUANCE OFAPERMIT OTQ CITY OF i r Lr BASED ON CONSTRUCTION Permit#: ��_ I 9 SITE ID: SITE NAME: I [JURISDICTION APPROVAL SEAL: DOCUMENTS AND OTHER BUILDING DIVISION �� _ -vrn P008081 A TIGARD DT-CCI DATA SHALL NOT PREVENT Address ' ,V THE CODE OFFICIAL FROM , Suite 1: PROJECT TYPE: SITE LOCATION: FSA: REQUIRING THE CORRECTION BY w D Q 1 ��� GENERATOR ADD 8777 SW BURNHAM ST TIGARD,OR 97223 TAEC OF ERRORS.OSSC 105.4 O AN ENGINEERING SEAL: LEGAL DESCRIPTION: UTILITY COMPANIES: PROJECT CONTACT LIST: DRAWING INDEX: TBD SH# SHEET DESCRIPTION POWER: BACKHAUUAAV: APPLICANT: PROPERTY OWNER: T-1 TITLE SHEET PORTLAND GENERAL ELECTRIC COMPANY: T-MOBILE USA,INC. COMPANY: T-2 NOTES&LEGEND °�C PROF� FS CONTACT: 830 HOLLADAY STREET CONTACT: A-1 SITE PLAN CO I N S/ PHONE: PORTLAND,OR 97232 PHONE: A-2 ENLARGED SITE PLAN 0 NG O EMAIL: EMAIL: Qj A-3 EQUIPMENT PLAN 'P VICINITY MAP LOCATION MAP TOWER OWNER: RF ENGINEER A-4 DETAILS OC 92430PE s.,.Now•.. '.' _ CROWN CASTLE USA T-MOBILE USA,INC. A-5 GENERATOR SPECIFICATIONS _ »+.� - + - WESTLAKE UNION:ENTER G-1 GROUNDING PLANS C R ww CONTACT: (, Q,V `•" _ '" '�� 1505 WEST LAKE AVE.N.,STE.800 G-2 GROUNDING DETAILS 0 ✓ }' d' A EMAIL: $ 4 ° 9 ' ,,, ity sa SEATTLE,WA98109 Si r� 2- 1 �1 A 9 .,,,x,.4 a'< ' �� o PROJECT A&E: SITE ACQUISITION& 4 Y71'p P' 9 i ` SITE LOCATION+ - COMPANY TAEC PERMITTING: O� R• HAR P0° 1. • CONTACT.JOEL HARTMAN.PE 01.26.22 PHONE: COMPANY:TAEC '� 9 ,� of (801)483-1020x2107 CONTACT:MELISSAJUEL EXPIRES: 06.30.2023 Q rw �' `r; EMAIL: JoeLhartman@taeanet PHONE: (503)506-6799 •"' s. Q•, "d EMAIL. melissa.juel@taec.net "' �A °• CONSTRUCTION MANAGER: DRAWING NOTICE: 0 4""`"'" "^r;`� �'- COMPANY.TAEC THESE AND ARE THE SOLE ARE CONFIDENTIAL!OF w 9 'q:,,.,. 9 u -`b •� CONTACT JEREMY JONES T-MOBILE AND MAY NOT BE REPRODUCED, sA q Q -. e x ONE: (503)949-0759 x•�...v.,«8 �/ DISSEMINATED OR REDISTRIBUTED °wI EMAIL jeremy.jones@taec.net $ ¢ Q Y c _ WITHOUT THE CONSENT OFR MOBI ESS WRITTEN E. @ PROJECT INFORMATION: `- ,• * '•, ., •�` a R�DESC ii RIPTION DATE 1 BY i REV a " CODE INFORMATION: -- - _- -+ ' CONSTRUCTION TYPE ZONING ION: I�REGON CODES 2019 issurD FOR r,EN auG CO �ww��� I x µ ti ISSUED FOR 9J%GEN ADD CO REVIEW *, `kY }1 0020J1022 MGM I 0 4Q fBUILDING CODE: I� Y DRIVING DIRECTIONS: OCCUPANCY: U,S-2 JURISDICTION: CITY OF LOCAL LE OFFICE(830 HOLLADAY STREET, F FROMHEAD EAST ONINE HOLLADAY ST TOWARD NE 9TH AVERTLAND;OR 972ffi) TAKE EXIT 294 TO MERGE ONTO OR-99W S/SW BARBUR BLVD/PACIFIC SITE LOCATION(NAD83)NNeD TELECOM:TIGAR PROJECT DESCRIPTION: SITE NAME: r. PROPOSED BUILDING USE: - 7 2. TURN LEFT AT THE 1ST CROSS STREET ONTO NE 9TH AVE HWY W TOWARD TIGARD/NEWBERG LATITUDE: 45 25 42.07 N(45.428353 N) LONGITUDE: 122'46'05.34'W(-122768150'W) T-MOBILE PROPOSES TO MODIFY AN EXISTING UNMANNED $ 3. TURN LEFT ONTO NE BROADWAY 10. MERGE ONTO OR-99W S/SW BARBUR BLVD/PACIFIC HWY W TOP OF STRUCTURE: 265.6'AMSL 100.5'AGL TELECOMMUNICATIONS FACILITY WITH: TIGARD DT-CCI 4. TURN LEFT ONTO N VANCOUVER AVE 11. CONTINUE TO FOLLOW OR-99W S/PACIFIC HWV W BASE OF STRUCTURE: 165.1'AMSL 0.0'AGL il THE REMOVAL OF: 12. PASS BY CARL'S JR(ON THE RIGHT) x 5. CONTINUE ONTO NE WHEELER AVE • (2)CONCRETE PADS SITE NUMBER. 13. TURN LEFT ONTO SW HALL BLVD PROJECT LEASE AREA: PARCEL NUMBER: m 8. USE THE MIDDLE LANE TO TURN SLIGHTLY LEFT TO MERGE ONTO 1-5 116 SQ FT 2S102AD03401 THE RELOCATION OF: 5 TOWARD I-84 E 14. TURN RIGHT ONTO SW BURNHAM ST • (2)EXISTING HCS 2,0 JUNCTION BOXES UP P00808-IA 7. MERGE ONTO I-5 S 15. TURN RIGHT NEW IMPERVIOUS AREA: AREA OF PARCEL: ONE POST 11 8. KEEP RIGHT TO STAY ON 1-5 5,FOLLOW SIGNS FOR INTERSTATE 5 16. TURN RIGHT O SF 0.21 ACRES THE ADDITION OF' SITE ADDRESS: w S/SALEM 17. DESTINATION WILL BE ON THE RIGHT • (1)ATS @(E)H-FRAME r 8777 SW BURNHAM ST '1, REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED GENERAL INFORMATION: • (1)NEW 5OKW DIESEL GENERATOR I TIGARD,OR 97223 • (2)3"0 CONDUIT FOR POWER BETWEEN APPROVED BY: DATE: SIGNATURE, APPROVED BY: DATE: SIGNATURE: PARKING REQUIREMENTS ARE UNCHANGED NEW GENERATOR AND ATS t - TRAFFIC IS UNAFFECTED • (1)51-6"x8'-0"CONCRETE PAD EXTENSION SHEET DESCRIPTION: PROJECT MANAGER: RF ENGINEER: F • SIGNAGE IS PROPOSED w SITEACQUISTION: OPERATIONS MANAGER: �Y� TITLE SHEET / Q ZONING. DEVELOPMENT MANAGER: CONSTRUCTION MANAGER: REGULATORY: Know wh BELOW. CDII before you dig. BHEE NUMBER: before CONSTRUCTION MANAGER: www.cal181 t.cen T- 1 • I PLANS PREPARED FOR: GENERAL NOTES 1. HANDICAPTHIS FACISINNOCEUPT FROM EANDNTEREREQUIRDONLYS PER 2019 DVSERVICEPERSONELTI HISSPEISNOTFODHUMANIOC OCCUPANCY. • • Mobile FACILITY IBTY IS EXEMPT ABLE SPACE ENTERED ONLY BY SERVICE PCRSONNCL.THIS ALSPECIALTY SPACE IS NOT FOR HUMAN 2, THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING HIS BID ANY DISCREPANCIES, CONFLICTS OR OMISSIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO SUBMITTING BIOS,AND PROCEEDING WITH ANY WORK. 3. THE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY ERRORS,OMISSIONS.OR DISCREPANCIES AS THEY MAY BE DISCOVERED IN THE PLANS, SPECIFICATIONS.8 NOTES PRIOR TO STARTING CONSTRUCTION.INCLUDING BUT NOT LIMITED BY DEMOLITION.THE CONTRACTOR SHALL BE 830 HOLLADAY STREET RESPONSIBLE FOR CORRECTING ANY ERRORS,OMISSION.OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION.THE METHOD OF ABBREVIATION DEFINITION ABBREVIATION DEFINITION ABBREVIATION DEFINITION PORTLAND,OR 97232 CORRECTION SHALL BE APPROVED BY THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT, 1. PRIOR TO STARTING CONSTRUCTION.THE CONTRACTOR HAS THE RESPONSIBILITY TO LOCATE ALL EXISTING UTILITIES.WHETHER OR NOT SHOWN ON THE PLANS.AND TO PROTECT THEM FROM DAMAGE.THE CONTRACTOR OR SUBCONTRACTOR SHALL BEM THE EXPENSE OF A B. ANCHOR BOLT FAB. FABRICATION(OR) PWR. POWER(CABINET) REPAIRING OR REPLACING ANY DAMAGE TO THE UTILITIES CAUSED DURING THE EXECUTION OF THE WORK.CONTACT USA DIG ALERT O ASV. ABOVE F.F. FINISH FLOOR OTY. QUANTITY PLANS PREPARED BY: 800-227-2600 ACCA ANTENNA CABLE COVER ASSEMBLY F.G. FINISH GRADE RAD.(R) RADIUS 5. PRIOR TO STARTING CONSTRUCTION,THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING ADM F.F. ADDITIONALVEFI FIN. FLO RED) REF. REFERENCE CONSTRUCTION ANY DAMAGE TO PROPOSED OR EXISTING SURFACES,STRUCTURES OR EQUIPMENT SHALL BE IMMEDIATELY REPAIRED OR OF. ABOVE FINISHEDORAFLOOR FOR FLOOR REINF. REQUIREDREEDEMENT(ING) Technology' As�lates REPLACED TO THE SATISFACTION OF THE PROPERTY OWNER.THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIRING OR REPLACING A ALUM ABOVE ALUMINUM GRADE FDN FOUNDATION CO REED. G ANY DAMAGED AREAS. . PLUMINUM F.O.C. FACE OF CONCRETE HGS. RIGID GALVANIZED STEEL ALT. ALTERNATE F.O.M. FACE OF MASONRY RRU. RADIO REMOTE UNIT 6. A COPY OF THE APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY,AND BY LAW SHALL BE AVAILABLE FOR ANT. ANTENNA F.0.9. FACE OF STUD WALL SOH. SHEEDULE INSPECTION AT ALL TIMES.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL CONSTRUCTION SETS REFLECT THE SAME APPRX. PPPROXIMATE(LY) F.O.W. FACE OF WALL SHT. SHEET INFORMATION AS THE APPROVED PLANS.THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PI ANS AT THE SITE FOR THE PURPOSE OF ARCH. PRCHITECT(URE F.9. FINISH SURFACE SIM- SIMILAR PORTLAND MARKET OFFICE DOCUMENTING ALL AS-BUILT CHANGES.REVISIONS.ADDENDA,OR CHANGE ORDERS.THE CONTRACTOR SHALL FORWARD THE AWG. AMERICANNGWIRE GAUGE FT.1') FOOT(FEET) SPEC. SPECIFICATION(S) 3 MONROE PARKWAY,STE.P#313 AS-BUILT/HIRED DRAWINGS TO THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT AT THE CONCLUSION OF THE PROJECT. LDG. BUILDING FTC. FOOTING SQ. SQUARE ELK. BLOCK G. GROWTH(CABINET) S.S. STAINLESS STEEL LAKE OSWEGO,OR 97035 I. I HE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS ELKO BLOCKING GA. GAUGE STD. STANDARD COMPLETE. BM. BEAM GI. GALVANIZE(D) STL. STEEL B.N. BOUNDARY NAILING G.F.I. GROUND FAULT CIRCUIT INTERRUPTER STRUC. STRUCTURAL 8. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY POWER,WATER.AND TOILET FACID I TES AS REWIRED BY THE PROPERTY BTCW. BARE TINNED COPPER WIRE GLB.(GLLLLAM) GLUE LAMINATED REAM TEMP. TEMPORARY OWNER OR GOVERNING AGENCY. B.O.F. BOTTOM OF FOOTING GPS GLOBAL POSITIONING SYSTEM THE. TH ICK(NESS) .LIR ISDICTION AP P ROMA_ SEAL, B/U BACK-UP CABINET GRAD. GROUND TMA TOWER MOUNTED AMPLIFIER 9. ALL CONSTRUCTION THROUGH THE PROJECT SHALL CONFORM TO THE LATEST OREGON BUILDING CODES AND AI I OTHER GOVERNING CAB. CABINET FUR. HEADER TN. TOE NAIL CODES,THE MOST RESTRICTIVE CODE SHALL GOVERN, CANT. CATILEVER(EDI HGR. HANGER TOO, TOP OF ANTENNA C.I.P, CAST IN PLACE HT. HEIGHT TOC. TOP OF CURB 10. THE CONTRACTOR AND SUBCONTRACTOR SHALL COMPLY WITH ALL LOCAL AND STATE REGULATIONS INCLUDING ALL OSHA REQUIREMENTS. CLG. CEILING ICGB. ISOLATED COPPER GROUND BUS TOF. TOP OF FOUNDATION CLR, CLEAR IN(') INCH(ES) T.O.P. TOP OF PLATE(PARAPET) 11. WHEN REQUIRED STORAGE OF NIA I ERIALS OCCURS,THEY SHALL BE EVENLY DISTRIBUTED OVER THE FLOOR OR ROOF SO STEEL AS NOT TO COL. COLUMN INT. INTERIOR TO.S. TOP OF STEEL EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE TEMPORARY SHORING OR BRACING SHALL BE PROVIDED WHERE THE STRUCTURE CONC. CONCRETE LBO) 5) TOW. TOP OF WALL OR SOIL HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRLSLN I. CONN. CONNECTION(OR) LB. LAG LAG BOLTS TIP. TYPICAL COAST. CONSTRUCTION LF. LINEAR FEET(FOOT) U.G. UNDER GROUND 12. THE CONTRACTOR SHALL SUPERVISE AND COORDINATE ALL WORK,USING HIS PROFESSIONAL KNOWLEDGE AND SKILLS.FIE IS SOLELY CONT. CONTINUOUS L. TUDINAL) U.L. UNDERWRITERS LABORATORY RESPONSIBLE FOR ALL CONSTRUCTION MEANS.METHODS,TECHNIQUES,PROCEDURES AND SEQUENCING AND COORDINATING ALL (NAILS) MAS. MASONRY U.N.O. UNLESS NOTED OTHERWISE OBE. DOUBLE PORTIONS OF THE WORK UNDER THE PROJECT. MAX. MAXIMUM VA,F. VERIFY IN FIELD DEPT DEPARTMENT MB. MACHINE BOLT W WIDEWIDTH 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN AND PAY FOR ALL PERMITS.LICENSES AND INSPECTIONS WITH RESPECT TO THE1 ) O.F- DOUGLASIAMETEFIR MFR. MECHANICAL WI WITH WORK iU COMPLETE RMITPROJECT.EFIL ALPAYMENT OFAPPLICATIONS SENTLBE FILED BY THE OWNER OR AUTHORQEDAGENT.CONTRACTOR DIM. DIAGONAL MIN. MANUFACTURER WD. WOOD SHALL OBTAIN THE PERMIT AND MAKE FINAL PAYMENT OF SAID DOCUMENT. DIAG. DIAGONAL MIN, MINIMUM W.P. WEATHERPROOF � ENG VEERING SEAL: 1a. ALL DIMENSIONS TAKE PRECEDE NDE OVER BCALE.DRAWINGS ARE NOT TO BE SCALED UNO[RANY OHcuwsTArvcss. DIM. DIMENSION MISC. MISCELLANEOUS WE. WEIGHT DWG. DRAWING(S) MTL. METAL C CENTERLINE DOWNEW IE 15. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCK NG.BACKING,FRAMING,HANGF Rs OR SUPPORTS FOR INSTALLATION OF ITEMS L. EACH 5) VINO.(#) NUMBER PLATE INDICATED ON THE DRAWINGS. 16. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL OR Et APPROVED MATERIALS TO FILUSEAL PENETRATIONS THROUGH FIRE RATED EL. ELEVATIONA N.T.B. ON CENTER TO LE ELEC. ELECTRICAL O,C. ON CENTER ASSEMBLIES. ELEV. ELEVATOR OPNG. OPENING V��O TOFFS EMT, ELECTRICAL METALLIC TUBING PIC PRECAST CONCRETE ,( l "(�17 PROPOSED CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL BE MATCHED IN FORM,TEXTURE,MATERIAL AND PAINT COLOR EN. EDGE NAIL PCS PERSONAL COMMUNICATION SERVICES //��` /� V7 EXCEPT AS NOTED IN THE PLANS. ENG, ENGINEER PLY. PLYWOOD �J G I N 4O EQ. EQUAL PPC POWER PROTECTION CABINET Os' ,< 18. THE CONTRACTOR IS TO PROVIDE PORTABLE FIRE EXTINGUISHERS HAVING A MINIMUM 2A In-DC RATING WITHIN]SFT.OF TRAVEL TO ALL EXP, EXPANSION PRC PRIMARY RADIO CABINET ''``V, �� `` PORTIONS OF THE CONSTRUCTION AREA. EXST(E) EXISTING P.S.I, POUNDS PER SQUARE FOOT `A! (2019 OREGON FIRE CODE SECTION 906.1.16906.1.7 AND SECTION 9063.1) EXT. EXTERIOR P.9.1, POUNDS PER SQUARE INCH 19. MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AVAILABLE AS REQUIRED BY THE LOCAL GOVERNING AGENCY RESPONSIBLE FOR P.T. PRESSURE TREATED 92430PE APPROVING THE RESULTS. 20. ALL GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN OTHERWISE OF CI 0 fan21. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT.PREMISES SHALL BE L FFT IN A CI FAN BROOM FINISHED CONDITION AT ALL �. TIMES. - 22. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GRADING AND CONSTRUCTION EFFORT AS ABBREVIATIONS 1 �o `'�"'"'20" N,P MANDATED BY THE GOVERNING AGENCY. �� `(�\` 23. ALL SYMBOLS AND ABBREVIATIONS ARE CONSIDERED CONST RUCTION INDUSTRY STANDARDS.IF A CONTRACTOR HAS A QUESTION R. HAR \" 26 REGARDING THEIR EXACT MEANING THE ARCHITECT OR THE ENGINEER RESPONSIBLE OF THE PROJECT SHALL BE NOTIFIED FOR 01.26.22 CLARIFICATIONS. NEW ANTENNA OX GRID REFERENCE 24. SITE CONTRACTOR TO CALL DIG ALERT(1-600-227-2600)TO LOCATE ANY AND AL I UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. EXISTING ANTENNA Ink® DETAILftEFE0.ENCE EXPIRES: 06.30.2023 25. ALL FACILITIES TO BE INSTALLED ARE UNMANNED.NO(E)PARKING SPACES WILL BE USED OR REMOVED BY THIS PROJECT. 26. PRIOR TO IRE ISSUANCE OF ANY CONSTRUCTION PERMITS.THE APPLICANT SHALL INCORPORATE ANY CONSTRUCTION BEST MANAGEMENT ® GROUND ROD ELEVATION REFERENCE PR ��%% LANDLORD SIGNATURE PRACTICES NECESSARY TO COMPLY WITH THE CITY'S MUNICIPAL CODES INTO THE CONSTRUCTION PLANS OR SPECIFICATIONS. ?7 PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS,THE APPLICANT SHALL SUBMIT A WATER POLLUTION CONTROL PLAN WPCP),THE DRAWING ACTION: yuj WPCP SHALL BE PREPARED IN ACCORDANCE WITH THE GUIDELINES IN APPENDIX E OF THE CITY'S STORM WATER STANDARDS, TE GROUND BUS BAR IN SECTION REFERENCE THESE DOCUMENTS ARE CONFIDENTIAL N u 28 THIS PROJECT PROPOSES NO DEVELOPMENTIMPROVEMENTSOUTSIDE THE EXISTING BUILDING FOOTPRINT FOR THIS DISCRETIONARY AND ARE THE SOLE PROPERTY OF LJj REVIEW AND THEREFORE DOES NOT REQUIRE ANY PERMANENT STORM WATER BEST MANAGEMENT PRACTICES. `T"-Ha GROUT OR PLASTER in • MECHANICAL CRND.CONN. T-MOBILE AND MAY NOT BE REPRODUCED, y 19. THIS PROJECT PROPOSES NO WORK WITHIN THE PUBLIC RIGHTAFWAV. I I (EI BRICK DISSEMINATED OR REDISTRIBUTED • u ■ GADWELD WITHOUT THE EXPRESS WRITTEN z CONSENT OF T-MOBILE. 5 ® (E)MASONRY w GROUND ACCESS WELL STORM WATER QUALITY NOTES CONSTRUCTION BMPS: 111 i.,. . I CONCRETE REVISIONS: O o THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE STATE PERMIT DESCRIPTION DATE BY REV w E ELECTRIC BOX -'- - --- ---- ----- j ISSUED FOR 90%GEN ADD CD REVIEW 112J112t21 VF A NOTES 18 BELOW REPRESENT KEY MINIMUM REQUIREMENTS FOR CONSTRUCTION BAPS. EARTH O 1. SUFFICIENT BMPS MUST BE INSTALLED TO PREVENT SILT.MUD OR OTHER CONSTRUCTION DEBRIS FROM BEING TRACKED INTO THE ADJACENT STREET(S)OR STORMISSUED FOR 100°F DEN Am CD 01l202022 MGM I 6 IF WATER CONVEYANCE SYSTEMS DUE TO CONSTRUCTION VEHICLES OR ANY OTHER CONSTRUCTION ACTIVITY.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ❑T TELEPHONE BOX ICGRAVEL 2 CLEANING ANY SUCH DEBRIS THAT MAY BE IN THE STREET AT THE END OF EACH WORK DAY OR AFTER A STORM EVENT THAT CAUSES A BREECH IN THE INSTALLED -- Q CONSTRUCTION BMPS. LIGHT POLE ---- --- 2.ALL STOCK PILES OF UN-COMPACTED SOLI AND/OR BUILDING MATERIALS THAT ARE INTENDED TO BE LEFT UNPROTECTED FOR A PERIOD GREATER THAN SEVEN RY,,JUVL'//V",VO'A PLYWOOD CALENDAR DAYS ARE TO BE PROVIDED WITH EROSION AND SEDIMENT CONTROLS,SlIGH 5011 MI/GE RE PROTECTED EACH GAY WREATHE PROBABIUIY OF RAIN IS am -'- - -- OR GREATER i 0 END.MONUMENT -....-_. ._ • - , IA 3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS THAT ARE TO BE POURED IN I '� SAND PLACE ON THE SITE. a . SPOT ELEVATION (p1 WOOD COAT. SITE NAME'. ORDER 4. ALL EROSIONISEDIMENT CONTROL DEVICES SHALL BE MAINTAINED IN WORKING AT ALL TIMES. ' w S. ALL SLOPES THAT AREC.REATEDORDISTURBEDBYCONSTRUCTIONACTIVITYMUSTBEPROTECTEDAGAINSTEROSIONANDSEDIMENTTRANSPORTATALLTIMES. i\ 3 WOOD BLOCKING® SET POINT TIGARD DT-CCI 6 THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF POLLUTANTS INTO THE ENVIRONMENT. 9 uaPaNNPCAEL STEEL I REVISION -TIE OVERHEAD SERVICE SITE NUMBER: K CONDUCTORS GENERAL FIRE NOTES: A COAXIAL CABLE n - CENTERLINE F FIBER P008081A 1. BUILDINGS UNDERGOING CONSTRUCTION,ALTERATION,OR DEMOLITION SHALL BE IN ACCORDANCE WITH 20190REGON FIRE CODE NIB ALL GOVERNING A CODES ---- PROPERTY/LEASE LINE PIP - POWER AND FIBER 2, ADDRESS SHALL BE PROVIDED FOR ALL PROPOSED AND EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR X CHAIN LINK FENCING ROAD FRONTING THE PROPERTY.(2019 OREGON FIRE CODE SECTION 605.1) Q SIT:ADDRESS. G MATCH LINE CI ❑ El WOOD FENCE w 3. ULCORAIIVE MATERIALS SHALL BE MAINTAINED IN A FLAME.RETARDANT CONDITION.(2019 OREGON FIRE CODE SECTION 606.1) OVERHEAD POWER LINE 8777 SW BURNHAM ST ✓DIN L. PORTARI F FIRE EXTINOUISHE RS'AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2'A'10B.0 SHALL BE PROVIDED WITHIN 75 FEET MAXIMUM WORK POINT P., w TRAVEL DISTANCE FOR EACH 3 060 SQUARE FEET OR PORTION THEREOF ON EACH FLOOR OREGON FIRE CODE SECTION 906.1.1 AND SECTION 9063.1) -LOT- BURIED POWER LINE TIGARD,OR 97223 0.' G GROUND CONDUCTOR SHE OVERHEAD TELEPHONE LINE DIr SHEET DESCRIPTOR: T TELEPHONE CONDUIT n BURIED TELEPHONE LINE NOTES & LEGEND r V V BURIED WATER LINE S - -- E ELECTRICAL CONCUR ii BURIED SANITARY SEWER (POWER) SD BURIED STORM DRAIN r SHEET NUMBER: GENERAL NOTES 4 LEGEND 3 NOT USED 2 T-2 PLANS PREPARED FOR: DISCLAIMER THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF T Mobile A CURRENT LAND SURVEY.ALL PROPERTY LINES.EASEMENTS, LANDLORD SIGNATURE AND SETBACKS SHALL BE VERIFIED PRIOR TO TART OF CONSTRUCTIONSTAEC DOES NOT GUARANTEE STHE ACCURACY OF SAID PROPERTY LINES,EASEMENTS,ROADS AND SETBACKS. 830 HOLLADAY STREET PORTLAND,OR 97232 u/�\ X / // \\ \ \\ PLANS PREPARED BY: / \ \ \ / \ \\ \ Technology' Associates / \ \ / ♦ \ \ PORTLAND MARKET OFFICE / \ / / / \ \ `\ XY \\ 3 MONROE PARKWAY,STE.P#313 // \ / / //\\ LAKE OSWEGO,OR 97035 \ / /� 'L �1�V A / ` \ 1L�2�// \ \ \y/ \\N. JURISDICTION APPROVAL SEAL EXISTING7 / EXISTING TAAORI LE EQUIPMENT 8 ANTENNA \X/ / BUILDING \ J N. / // (TVP) Ali/ \ AREA FOR ENLARGED SITE PLAN SEE: \ �� / v' A q� ® \ \ 5 ��` / �� F \ \ 2 ! \ -ENGINEERING SEAL: \ \ I R'1 + ' \/ N. \N. N. // / \ / v• P \ ` ��� G I N FF SRO / / SITE PARCEL NUMBER: �\ \ \ \ / PARCEL NU N. ` 92430PE r JURISDICTION: / CITY OF TIGARD N. / ZONING: \ N.\ N. s, h' O J 'Ali \ vo ''SLY 11,2L1� (\\ / \ \ • \ � P. HAD°P // \ \\ 01.26.22 ///7->\ . / \ \ \ EXPIRES: 06.30.2023 / V • v n ♦ ` \ DRAWING NOTICE: ♦ \ THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF \ / \ T-MOBILE AND MAY NOT BE REPRODUCED, ♦ \♦ �� / \ DISSEMINATED OR REDISTRIBUTED 8 N. Sj \ L EXISTING \\' / WITHOUT THE EXPRESS WRITTEN s7/ "%� BUILDING •\ CONSENT OF T-MOBILE. U e / N. �`� \ / REVISIONS: O N. '�"V \ L / DESCRIPTION DATE BY REV aQ // \ �re � \ \� / \\ ISSUED FOR 9Gl:GENPOU CO REVIEW 1LP12021 W i h Ly `A✓f \ ISSUED FOR 1W%GEN ADO CO mum MGM 0 II. ♦ V ° / \. . ii / \ \ \ / 0 \ ¢�P F / [SITE NAME N // \\ \ / GG TIGARD DT-CCI x // \\ ♦♦ // ` [ SITE NUMBER: m / \ / \ P008081 A a / ♦ \ f / ♦ \ SITE ADDRESS: w 8777 SW BURNHAM ST // \\ \-. \ TIGARD,OR 97223 u / • 0 / V A / AI SHEET DESCRIPTION: / N. \ / \ ':Q► SITE PLAN V D \ SHEET NUMBER: SITE PLAN 30• 0 15. 30• SCALE: 1'-3S'-0-(24x35) 1 A_1 PUNS PREPARED FOR: DISCLAIMER ESE DRAWINGS WERE ODUCED WITHOUT THE BENEFIT T MobileACURRENTLAND SURVEY.ALL PROPERTY LINES,EASEMENTS, AND SETBACKS SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION.TAEC DOES NOT GUARANTEE THE ACCURACY LANDLORD SIGNATURE OF SAID PROPERTY LINES,EASEMENTS,ROADS AND SETBACKS. 830 HOLLADAY STREET PORTLAND.OR 97232 PLANS PREPARED BY: Technoiogy4Associates x'y� �x`x 'X�x� �x~x� \ rX X X X X x x x x x -X-J x x x x x x x�X x-___ x PORTLAND MARKET OFFICE 3 MONROE PARKWAY,STE.P#313 EXISTING UTILITY FRAME LAKE OSWEGO,OR 97035 x JURISDICTION APPROVAL SEAL: x x I EXISTING 100.5 FT HIGH I I l x MONOPOLE j x x x ' iO O p O [ENGINEERING SEAL: O EXISTING 1'-OSTAL' / / . , x UTILITY PEDESTAL 0�i / x ry ExlsnNc T fixr-B^ / / x r --A, ADLT \�� N G IN F s/O IQ of / 92430PE Serf. Or 0B / ° -- EXISTING ICE EXISTING / F x L ;/I 1 0 • BRIDGE OW) OTHERS xCl EXISTING 1'-6"x5'-0' r _ . . . 6,, , j / / / I 0$4 R v1HpR��P 4 x PAD BY OTHERS MII` gif 94 TODEREMOVED - A,0 / x 01.26.22 1/4 -11 f ids // / EXPIRES: 06.30.2023 x -i i I I •• / x L - _.1 LL -1 - - - - L 1I II I I / EXISTING CHpINLINK FENCE /— •�� — L L _ ' x l IL _ Itl �� x CONSENT OF T-MOBILE. 1., 7II 'C� �'1 Wl W g x —J .. REWSIONS: Q x DESCRIPTION DATE BY REV j I \ ISSUFA FORfrM OEN A00 CD REVIEW 12/17/2021 VF µ W TOY/.ISSUED FOR GEN MO CO 01/26A22 MGM 0 LL x • 0 O x b EXISTING T-MOBILE EQUIPMENT AREA FOR 0 EQUIPMENT PLAN SEE: x SITE NAME: TIGARD DT-CCI x x I SITE NUMBER: x P008081A .. l 1 x x x—x \ x x x—x—x—x x x—x—X—x x x x x x x x x x x x x x—x—x x� n_ SITE ADDRESS: 8777 SW BURNHAM ST i TIGARD,OR 97223 0 w / 5T'-3^ / \' r SHEET DESCRIPTION: 6 v) ENLARGED SITE PLAN `/ SHEET NUMBER: ENLARGED SITE PLAN 0 1' 2' 4'SCALE: 1/4".1'O (24x30) r A-2 PLANS PREPARED FOR: GROUND:EXISTING EQUIPMENT INVENTORY GROUND:FINAL EQUIPMENT INVENTORY CABINET OF T Mobile DIMENSIONS WEIGHT CABINET DIMENSIONS WEIGHT CABINET TYPE CABINET SCOPE OF WORK QUANTITY TECHNOLOGY MANUFACTURER EQUIPMENT MODEL (LVWxD) (CBS) CABINEIONOF QUANTITY SCOPE OF WORK QUANTITY TECHNOLOGY MANUFACTURER EQUIPMENT MODEL (UM/CI (LB97 CABINET NOF QUANTITY EQUIPMENT) EQUIPMENT REMOVE EXISTING (1) CABINET SAMSUNG MMBS CONCRETE PAD ADD NEW (I) GENERATOR GENERAC SD050 988'Y38"899" 3935 CONCRETE PAD - 830 HOLLADAY STREET PORTLAND,OR 97232 REMOVE EXISTING (1) CABINET SAMSUNG BATTERY CABINET CONCRETE PAD ADD NEW (I) AUTOMATIC TRANSFER GENERAC GENERAL ATE 150-200 AMS, 36"x21'Y123" 185 ON H-FRAME SWITCH BOO VAC PLANS PREPARED BY: Technology' Associates LANDLORD SIGNATURE PORTLAND MARKET OFFICE 3 MONROE PARKWAY,STE.P#313 LAKE OSWEGO,OR 97035 JURISDICTION APPROVAL SEAL NEW T-MOBILE ATS MOUNTED HiRAME $$ 7 E E E—E—E—E E E E—E E E E EE E� B@ w' E E E E—E EE EE E—E E E E E \L` _ . x I — ENGINEERING SEAL: EXISTING 100,5 FT HIGH EXISTING UTILITY FRAME x ���d06SG EXISTING T-MOBILE ICE BRIDGE MONOPOLE 9�MI_-� EXISTING T-MOBILE HCS 2.0 x W W NEW T.MOBILE 3"O UNDERGROUND ^ 'S 1 JUNCTION BOX(2TOTAL)TOBE ( POWER CONDUIT FROM NEW ATS TO - EXISTING — QED PRpF , RELOCATED UP TO NEXT POST NEW GENERATOR _ UTILITY FRAME S1 i!Hi '' ww �o �5 LNG IN % a �'. 1 it I ( D 92430PE r r � x x EXISTING ICE W W 1�^���l I BRIDGE(TYPI I: O / L __• I - II(E)MMBS CABINET 1yr, x TO BE REMOVED III r II■� • .., • .11 O H)HPL3 CABINET 1 (E)LB3 CABINET �p. i A¢ -III III TO BE TO BE - ww 4 • �O ',Y11,V �� 10 Fill = _ a I RELOCATED I , }}}I RELOCATED I 09 O PADDY OTHERS B"x9'0" Iii '_.._ - .. o EXISTINGT-MOBILE ICE BRIDGE ' EXRES: 06302023 -'- O O- - \ - F E%ISTING T-MOBILE HCS 20 C,J,/U L ) JUNCTION BOX(2 TOTAL) O9 x — I Y00 -1-, L� RELOCATED UPTONEXT POST DRAWING NOTICE: - x w w /' I ( r f O THESE DOCUMENTS ARE CONFIDENTIAL F G _ 3'-2^ _ AND ARE THE SOLE PROPERTY OF T-MOBILE AND MAY NOT BE REPRODUCED, L— — J .. _ _ I (N)GEPERATOR' -*a--1� I - ��/,ii \ u ° w w , \ T{ 's \ ! V� DISSEMINATED OR REDISTRIBUTED O WITHOUT THE EXPRESS WRITTEN S x (E)T-MOBILE CONCRETE PAD I `33-3-3-1x `1 -! CONSENT OF T-MOBILE, N x Q �O R ^ _ I CABINET I I BI iRELOCATEDI 4 REVISIONS, _ _ FUTURE IE)HPL3 (EI LEG p IN)TMOBILE n I RELOCATED d DESCRIPTION DATE BY 1 REV U X F-• 3 .1 I, -1 L A ISSUED FOR 9VRGEN ADD CD RENEW 1 1L11Y2021 VF I A 8 ea o¢ ¢ GENERATOR z r .MOUNTED ON .. ISSUED FOR max cEU ADO m I OIY26A32 MGM 9 eu qG IEICONC. � ..,, u ¢ ... x F CIAO �\ 3 0 z Y 9 EXISTINGT-MOBILE LEG -� r®® '� 4'E' < 2 6". f9 2'fi" fg/ r-B• Af 6" -.~,'. ___-_ CUBE ON POST i TO REMAIN _ < F x 55 3' 1 F � SITE NAME: '- S-6 14 1r (N)CONCRETE PAD (E)GDNGRERETE PAO f x I TIGARD DT-CCI IF NEW T-MOBILE EJ(ISTING LEC CUBE 8 x B"THICK R CONCRETE SITE NUMBER: x EONCREOE PAO EXTENSION 1 x x x x—X x\ x x X—X—X X X x X x x X x x � POO8OBIA s SITE ADDRESS: 8777 SW BURNHAM ST g TIGARD,OR 97223 u 1 r SFEET DESCRIPTION: cr V�I EQUIPMENT PLANS _ `v r S-IEET NUMBER: EQUIPMENT PLAN (EXISTING) DI 6�• x B(o) IAV.3< ((2 B3) 1 EQUIPMENT PLAN (FINAL) a SCALE: •• 0 (24 1® LL181 2 I A-3 PIANO PREPARED FOR: GENERAL:ATS (100-400 AMS,600 VAC) W f T Mobile LANDLORD SIGNATURE GENERATOR,PER PLAN UNIT DIMENSIONS TABLE ES 830 HOLLADAY STREET 12'0 HILTI KWIE BOLT TZ PORTLAND.CR 97232 GTS ENCLOS. ENCLOS. WALL MT. ENCLOS. WEIGHT STAINLESS STEEL ANCHOR RATED VOLTAGE HEIGHT WIDTH BOLT PATT. DEPTH (LBS.) BOLT WI Y MIN.EMBEDMENT IN 2'SQUARE GALVANIZED AMPS / CONCRETE(ICC ES REPORT* STEEL SHIM PLATE WHERE H W 18 M2 D1 D2 ESR-18V,LARK 25701.EACH REQUIRED TO LEVEL CORNER PER MANUFACTURERS PLANS PREPARED BY, 100 ALL 35 24 18 37.5 12 7 10 180 • / SPECIFICATIONS(TYP.B(SPEOIAL CONCRETE SLAB 150-200 120240 36 24 18 37.5 12.7 10 185 INSPECTION REQUIRED) A�4 p j�AA-�'a�, 150-200 277480 36 24 1B 49.5 i2J 10 265 Technology ASSOBIB!®S 150-200 277/48060048' 30* 24 49.5 14.8 12 265 L - '� PLAN VIEW �„ 100-400 0 48' 34' 18 37.5 12.7 10 245 300-400 120/240 36 24 18 37.5 12.7 10 245 300-400 120/208 36 24 18 37.5 12.7 10 245 W 01 FINISH GRADE �_ 300-400 277I480 48' 30' 24 49.5 14.8 12 325 - • M1 PORTLAND MARKET OFFICE 300-400 600 48' 30' 24 49.5 14.8 12 325 — 012 -1 I 1-1 I I 3 MONROE PARKWAY.STE.P#313 NOTE'.ON NEMA I ENCLOSURES ONLY,DOORS OVERLAPS ENCLOSURE- LEM -III-III LAKE D$WEGD.OR 97035 DOOR DIMENSIONS ARE 48.BH X 308 W.ALL DIMENSIONS IN INCHES. 1I I=IIH _ —I 1—I —III—_III—_I I I�11—III I I 19 I 'I I I I I 11 H I I—I 1 H I IE—I 1=111E1JURISDICTION AFOROVA SEAL: -i 11-111-111=11�11 H I 1111=11 I it• IIIIIIIIIIII )Illll_nl=iilJ' • • NOTE: ANCHORAGE OCCURS AT EACH CORNER OF THE GENERATOR. CONTRACTOR TO VERIFY 3'MIN.FROM EDGE OF CONCRETE TO NEW MOUNTING BOLT ISO vow FRONT VIEW SIDE VIEW NOT USED SCALE 1 0 AUTOMATIC TRANSFER SWITCH SCALE 14 GENERATOR ANCHOR DETAIL SCALE _ ENGINEERING SEA-: N.T.S. N.T.S. N.T.S. 14 DANGER FOR FUEL& OTHER 6' qy GENERALGDNTRAGTDR 5,\�^`ED PNOF6.6, ENVIRONMENTAL l' TRENCH I TO REPLACE SURFACING �\ /�\` F� ��/ FLAMMABLE • /•-• TO MATCH EXISTING AND V l� III.,III I 0 EMERGENCIES OR SOD/TOP SOIL �' LIQUIDS - 92430PE CALLEH&S �uNDlsruRBEosaL DIESEL FUEL ' �R O f 1.800-666.9347CAUTIONARY TAPE (1-800 KNOWEHrSj OMPAC ED BACKFILL WITH .� - rf�ion 211 GALLONS SATISFACTORY NATIVE OR • 410 . _________- _ IMPORTED SOIL To SS% VQ �otIll,23� P. ________ ---_ PROCTOR PLACE ON (2) VISIBLE SIDES OF PLACE ON (2) VISIBLE SIDES OF PLACE ON (2) VISIBLE SIDES OF ------------ SCM 40 CONDUIT SIZE �� R. H is NEW GENERATOR TANK NEW GENERATOR TANK NEW GENERATOR TANK SC.40C YPERPLAN 01.26.22 Is' A 12' SIGN IB- . IB• SIGN II' . 11 SIGN 1 EXPIRES: 06.30.2023 • COMPACTED SAND BED 1$EE NOTE 1) e- CONTACTS: CONTRACTOR'TO PROVIDE REQUIRED DRAWING NOTICE: w DIESE FUEL SGNACE FOR ELECTRICAL PANELS. t.O..LRIAG. .M E Nram. IFM)FZ1EVTx 3'MIN. cFF) THESE DOCUMENTS ARE CONFIDENTIAL DISCONNECTS, TRANSFER SWITCHES. ( ) ("PIP.) AND ARE THE SOLE PROPERTY OF E, NO SMOKING TYP w ETC. PER NATIONAL ELECTRICAL CODE UTZ amWl caNrµ>XawE NOTES: T-MOBILE AND MAY NOT BE REPRODUCED, i X NO OPEN FLAME ARTICLE 700.7 /,ow• )xAxaxxx N DISSEMINATED OR REDISTRIBUTED c PLACE ON ISIBLE SIDE OF PLACE ON EXTERIOR OF EXISTING SHELTER I. LEAN CONCRETE REo-COLORED TOP,MAY BE USED IN PLACE OF COMPACTED SAND. WITHOUT THE EXPRESS WRITTEN [M1 NEW GENERATOR TANK OR NEAR EXISTING T-MOBILE LEASE AREA 2. BURY CONDUITS 36'MINIMUM BELOW FINISHED GRADE. fC 3. ALL PVC SWEEPS TO BE A MINIMUM 36"SWEEPS. CONSENT OF T-MOBILE. J_ )Q• x 7"SIGN REQUIRE-II LA199 INC A &MAtx- �1y S' i Y Q.o8 4. IF ANGLE CONDUIT PI ACE IN CENTER OF TRENCH. V REVISIONS: CC NOT USED N.T.SE 11 GENERATOR SIGNAGE REQUIREMENTS SCALE N.T.S. 5 JOINT TRENCH SCALE2 DESCRIPTIONDATE BY REV N.T.S. ISSUED FOR WA GEN ADD CO REVIEW 1 12,17,2021 W q._ W ISSUED FOR IWX GEN ADD CO F01/226/2022 MGM ' 0 C D . GENERATOR c INN P2800-50U-SHAPE H.FRAME POST FITTING(TYF.OF I H FLEXIBLE LIQUID TIGHT PER U-BOLT) -_ I i CONDUIT (N)112"U-BOLT, — ----- En A307 OR SETTER Q (N)1l2'HEX NUT SITE NAME: PER P r FINISHED GRADE _ (NI VD 1/6"WASHER r TIGARD DT-CCI ,MA (N)UNISTRUT 2 DRILL 8 EPDXY «z *5-1er LONG DOWELS C. EXIISBTING CONC. j�;�� WV; •�1�j� ,Gti'��Jjavj�``j� ��'j'# UNISTRUT TO H-FRAME POST MOUNTING r SITE NUMBER: 5 M x a 4 4 `� / r (,t I P008081A w s 4 4 S ABUT EXISTING SLAB 8'TYPICAL P LT.) a ,4 �I� o H-FRAME POST111 T-MOBILE EQUIPMENT RIGID STEEL CONDUIT SITE ADDRESS: p •© .. NEW CONC.PADLi UNISTRUT 1-5�8'CHANNEL UNISTRUT 1IPx1-V2' S (Pm'P1 009) -r-� PI'T I6 c�s SCREW r 8777 SW BURNHAM ST -5. ' SHOWNPVC NLAYUIT LAYOUTS — � _-- TIGARD,OR 97223 SHOWN ON LAYOUTS I—_] IN)Ur LLBOLT, D �' • ,� A307 OR BETTERE CONCRETE UNISTRUT fIa"-20 PAD REFERTODIPMENT PLAN FOR ADAPTOR E.4 RIGID EL TO PVC CHA(P RN PE0061620L NUT ISPRING SHEET DESCRIPTION: Iiiir z DIMENSIONS. G • DETAILS *4 HORIZ.(CONT.)40 SCARIFY THEN RECOMPACT TOP z u'o.c. s'oF SUBGRADE TO MIN.OF sc3s EQUIPMENT TO UNISTRUT MOUNTING INSTALL OM VAPOR BARRIER AT RELATIVE COMPACTION SHEET NUMBER: SOIL/CONCRETE INTERFACE EQUIPMENT PAD 12 NEW CONCRETE DOWELI r A-4 SCALE SCALE 9 SCALE SCALE N.T.S. N.T.S. CONDUIT STUB-UP N.T.S. 6 UNISTRUT MOUNTING N.T.S. 3 . PLANS PREPARED FOR: TMobGENERAC In.ous'rw,aA AA GENERAC ,mouslM, e GENERAC � INDUSTRIAL —.�� S0050 application and engineering data — S0050 operating data(60Hz) — 830 HOLLADAY STREET PORTLAND,OR 97232 S D050 Industrial Diesel Generator Set — AMtoO 00'"" °w"MAN. """ EPA Emissions CerLlffi'unn Ter III `• „"e'e o�...�. - .«. ,. .. CUSTOM MODEL ""'"'°"`"""` �w,r,c.. tir alneNAA.,mzw„wr6.RRr_ ° _., Nks.c:;: PLANS PREPARED BY: ® .r P.m .,.e«wvy .t Poda '"' Teehnology' Assaeiates naa.n,x c. , MARANO WALINESAK.) Standby Power Rating q -+-� ,,,..m If`E �� ,,.xe b " A n „ z, PORTLAND MARKET OFFICE 5OKW 60 Hz ,.....,F.., d.,. a�;p.gpr, -p- - ,c„-- .-- 3 MONROE PARKWAY,STE.P#313 a ! m`e- '""a"'°` MIN 101 ION LAKE OSWEGO,OR 97035 w.}!n<. 4. p Nit • w Mir. lrtaw.wv MaAma^.PwMunel N_n. ne.. ..n. . n. .n ,ri cev-M—Au,n Ad. now • `: _— I w w.., I e. JURISDICTION APPROVAL SEAL: vAMn.... . w r, ` "— J - N • c,.< o , a.i'J.ou, ` _,:f P•'• ,aK"- ..0 1 uil ODCNNG features benefits wN...0 CA..WI 111 MmolrM,ro,M.u.rnm. 1 MN..N:.Min,+,.., A exM Nwmts , row rm,eqmmu a to-Yam . ...16110 1 1WWWW Wexmn0W0, L hMuxa e..,mk.v ,n.xmn,s.l.N neWmmtp ev+^. I a„. M. 113. _ : Nnm,x...� ' [ nexum ,[ • N ^ cnuMen 1 ».P,.N.1 0N5Y511CNYR"HNnFMNR t :IC I [o,. ,MpMM«Min 1 .....,....Nexv ,x.N..««w..M.N. .m,mv.,mI z., ,.w, I —ENGINEERING SEAL: I :all' II . Aw..«.,«..x,.M. MM.M. • .N.o..m.unww.u.¢ (.,.M VW. rQ . e,Mws?,.... ^s,n AN• irinm.N..M[ 1 .N.ossWNO,.,,...ow,.NN,. F.MNA,NNM. kx°s ins x. I .,MI 1 m 1 — ,s N. °k 4 Nut '�SMP05I -.stuf— fB or • 1...mm., 1 wanwir,w........,... .naNnMKCOY1.....n AN•.wN1 I relit 0p PRO • N..............• M,a NG,Ne ,<eEZ op,, • WHOM • 92430PE r o° 'il. primary codes and standards 'N' 0 EZ Add.d[ , m«,1.,a ......N.weaM.�,MHFOF,. . ,... .,.,,..N�,N.,w,.I .,, ,WPM�.«, .:«M w.,.,..,w.«..„M AAA,NE. ex. . .M,>ti.m. n.,x�.l.,,r.. .,.N,,..,«,.N..wr ��� Ir' VW gyp, "vcvn,zo+ rQ, GENERAC-iwONMTMAA GENERAC':.,NlousTP,n: R, HAR � 01.26.22 30O50 standard leatures and options S0050 dimensions,weights and sound levels — EXPIRES: 06.30.2023 GENF...4501 t,17 4 COMM. 1=1..i •w..r.N,...,.wn„., mars___ DRAWING NOTICE: •._»:.«.x me •.NANNme.MMi-w.«s0,N.v •E.,...e,e.M.m. Ste •Na.m^+e.ew,:.e„ •.M.e...N.,. •1..».N.,-m.e.Em,.....w..,.-r...,.,.... Ha THESE DOCUMENTS ARE CONFIDENTIAL •s.r E.i....N...=<ex.... •..r.i wN..,.=,.M•.mm..,..c AND ARE THE SOLE PROPERTY OF o.m.»`"..„"^"w...„"" °" •0.0 T-MOBILE AND MAY NOT BE REPRODUCED, •M Ina.sensor own Ad extudd DISSEMINATED OR REDISTRIBUTED FAME 111 �'"NMs..m Iw ,.«., + ll WITHOUT THE EXPRESS WRITTEN •,-M am J rc xssl •Po,,,A„ - 4I o CONSENT OF T-MOBILE. w i� 1 . N.=I iuw� �,I,II .e ue.e .. ,e _ O - - - REVISIONS: . a .M......„....p. .w •C.N.... 1._____._____.. °o• „e 11e x M N .0 DESCRIPTION DATE 8Y REV •G.,..,1m..r.., •m,aae •Lo5ml,,., w W _._ ISSUED FOP 90%GEN ALE co REVIEW 1A11eYR1 VF A o •.. •E. Peril .............come.�, s. III 1� IR •E .m.NA. w • t — pM ISSUED FOR IWM GEN ADD CD I CLZNZ@3 M6M p dt 'tic w.u.xw xn1 ,an:.rv+<aa Ne • .. .nesn.,e. , '. . - •YW .,Nw •N w. m O e se 111 Q ,e ne w �__J, n 0 •c. ,N,^. • •1.swre1 n r .. <F •w ON As, . - . `wJ SITE NAME: y �u n,..m� OO w.,.,...1Es..la I..Wn nPewxu.M,w:�" y1 •nit •W 2,ma FaMw.mYe: u...,....near....,a.wus. � •.....,,..«M,.I.,.xN..,• .. ••. ,.,ea..._.._. ,.. TIGARD DT-CCI • M •Nmm.."`M'� x •NrAAAA SITE NUMBER: • N •Nw A .a n,.:.^.:T::'r • ••• W5M,.w4m.M bw•.n.rrtaem.ws. v P008081A5 • wn.< .a. m :. oMN NAM word.o.RDsAn,• eNFOAe •W .«mW.N,y..mn,N.1 M,�r 9 .........eel l.ep.a min.,.t.s<mw„ F.ALTERNATOR WNW rffi •w...v.nl0.r..e.m........+m..m.x, HO SITE ADDRESS: 13 •evMosPowee- we •......... I. M • „ m •,.N.NNM,�MNNe„ M TIGARD,OR 97223 S •.x n i'."w.,r.., swl o�w.x ®..ao...w x.. .<..,.,..y.....,.^.,..,......_.e...E........w.......n..,..,«m...�o-,._... a 0 .............� Pov...R vv..�0.v.... ....w.Msn *00119S O..rcN0,0I. r SHEET DESCRIPTION: Lu W �« I GENERATOR SPECIFICATIONS r SHEET NUMBER:GENERATOR SPECIFICATIONS SCALE A-5 I I N.T.S. PLANS PREPARED FOR: T Mobile ELECTRICAL GROUNDING SPECIFICATIONS LANDLORD SIGNATURE 1. GROUNDING SHALL COMPLY WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE CURRENTLY IN 830 HOLLADAY STREET EFFECT FOR THE AUTHORITY HAVING PORTLAND,OR 97232 JURISDICTION. 2 ALL GROUNDING DEVICES SHALL BE U.L.LISTED FOR THEIR INTENDED USE. PLANS PREPARED BY: 3. GROUND WIRES SHALL BE TINNED N2 AWG BARE SOLID COPPER UNLESS OTHERWISE NOTED. 4 CONNECTIONS OF ALL GROUND WIRES TO THE Technology Associates GROUND RING SHALL BE EXOTHERMIC (CAD-WELDEDI,UNLESS OTHERWISE NOTED.AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND PORTLAND MARKET OFFICE T-MOBILE WIRELESS BROADBAND STANDARDS. 3 MONROE PARKWAY.STE.P#313 U. GROUNDING CONDUCTORS SHALL BE ROUTED LAKE OSWEGO,OR 97035 ALONG THE SHORTEST AND STRAIGHTEST PATH }/ \'I-` POSSIBLE.WHEN REQUIRED,GROUND LEADS / \f SHALL BE BENT TO A MINIMUM OF B'RADIUS. • 6. WHERE GROUND WIRES ARE ROUTED FROM ANY ' / JURISDICTION APPROVAL SEAL: CONNECTION ABOVE GRADE TO THE GROUND RING. INSTALL WIRE IN 314-HEAVY WALL LIQUID TIGHT 9 0 VIP FLEXIBLE CONDUIT FROM CONNECTION POINT TO 5" BELOW GRADE AND SEAL THE TOP WITH SILICONE Q(E)GROUND BAR(FIELD . 0 ® \ SEALANT - " NV VERIFY LOLgTION) Ar 7. ALL GROUND BARS SHALL BE TINNED,VC (TM (TM ® ® • y. SECTOR BARS 2%COLLECTOR ANC MGB BARS 4", NEW 98 FROM GENERATOR .. \ IE OF SUFFICNT LENGTH TO ACCOMMODATE ALL Up TO GROUND BAR(PIP.) \ .� REQUIRED CONNECTIONS WITHOUT DOUBLING t. 0" LUGS,AND EACH INSTALLED WITH ISOLATORS. { ©NEW MECHANICAL LUG WHEN CONNECTING GROUND BARS(WITHIN IO 13. \ ®CONNECTION ITYP.) ` W� FEET OF GRADE)DIRECTLY TO THE GROUND RING, t III 2EA.M230LI0 OOWNLEPDS SHALL BE CAD-WELDED ,? d • ENGINEERING SEAL: TO THE GROUND BAR,t AT EACH OPPOSITE �F•f \ BOTTOM CORNER,AND EACH SHALL RUN IN 3/4' i f HEAVY WALL LIQUID TIGHT FLEXIBLE CONDUIT FROM GROUND BAR DOWN TO THE GROUND RING, _ -f WHEN CONNECTING SECTOR GROUND BARS, -.4 DAISY CHAIN THE GROUND BARS AND RUN 1EA.i{2 "wP � EO PROFS AWG STRANDED COPPER WIRE WITH THWN A- NEW 68 AWG FROM AT9 INSULATION FROM THE MIDDLE GROUND BAR TO � - • SWAMI ®TO IE)GROUNO BAR(TNT.) /�'C /, �4� THE GROUND RING AND CAD-WELD TO THE RING. 4.• ' � / r^"2 _`v ' N r.01- , V�O voss 8. WHEN ATTACHING STRANDED GROUND LEADS TO e V THE GROUND BARS,2 HOLE COMPRESSION LUGS 91//% \ SHALL BE USED,PROTECT WITH WEATHERPROOF ,d /� 3� 92430PE HEAT SHRINK,AND WITH ATHIN COAT OF'KOP'R vq - ,.�' ds = ) • SHIELD'OR EOUNALENT PROPERLY APPLIED AND 41111r11 ATTACHED ONLY WITH STAINLESS STEEL .a = 1 HARDWARE ,�, - � �� V1 OI� ,F 9. WHEN ELS,FRANDING MES. OTHER ENCLOSURES, '1 �F PANELS, AND OTHER METAL APPARATUS. 1.410111�" A#6 AWG STRANDED COPPER WIRE WITH THWN " ' J(�y".p INSULATION SHALL BE ATTACHED UTILIZING A 2 HOLE COMPRESSION TYPE LUG,PROTECTED WITH / ; WEATHERPROOF HEAT A CLEAN AND CORROSION ^ �/ �� HA� �P FREE METALLIC SURFACE UTILIZING STAINLESS • Illos ; • 01 26 419 STEEL SELF-TAPPING SCREWS AS NOTED IN NOTE4/ w . .LL • 10 BELOW. - �/ p 10. PREPARE ALL BONDING SURFACES FOR GROUND \ `\ • \\11444 EXPIRES. �6.30.2023 wool I DRAWING NOTICE: ANTI-OXIDIZING PAINT.-COLD GALV-OR N EQUIVALENT. \ - 1 0 THESE DOCUMENTS ARE CONFIDENTIAL N n. GROUND Roos SHALL BE COPPER-CLAD STEEL 1 - , • 04 O AND ARE THE SOLE PROPERTY OF 518"z10',SPACED NO LESS THAN 10'ON CENTER. '- •\, / T-MOBILE AND MAY NOT BE REPRODUCED, w 12. ALL GROUND SYSTEM CONDUCTORS AND ! IFI DISSEMINATED OR REDISTRIBUTED CONDUITS SHALL BE SECURED UTILIZING ONLY '' 54= WITHOUT THE EXPRESS WRITTEN NONMETALLIC,NONCONDUCTIVE,IN RATED v l ma CONSENT OF T-MOBILE. O 10 TESTING TO VERIFY, OR SUPPORTS. - > P /, S • o E ANDS� CLAMPS,BRACKET, rc THE CONTRACTOR SHALL ' -� REVISIONS: O ENGAGE THE SERVICESFAN INDEPENDENT `., •• s DESCRIPTION DATE BY REV• UTILIZING A MEGGER f U TEST,THAT THE RESISTANCE TO EARTH OF THE o NEW GROUND SYSTEM IS EQUAL TO OR LESS THAN ` a. , ISSUED FUR so::OE JOO CS REVIEW ivnrmzt vl- A 5(OHMS).A COPY OF THE COMPLETE TESTING "/' �•E ISSUES FOR tro^A OEN ADD CO otrzsrzo72 MGM 0 ¢ REPORT SHALL BE PROVIDED TO THE T-MOBILE vol.AAff�AI• LL REPRESENTATIVE. \L = 1fl#'�f - ------_'-- O 4 14. ALL MATERIALS AND HARDWARE SHALL BR INSTALLED IN A WORKMAN-LIKE MANNER IN 5' ACCORDANCE WITH MANUFACTURER'S i RECOMMENDATIONS.AND DEFINED IN NFPA-70 AND APPROVED BY A,H J, O SITE NAME: <u LEGEND w ■ EXOTHERMIC CONNECTION ,`P., • MECHANICAL CONNECTION SITE NUMBER: EQUIPMENT GROUND BAR a F'"°°:i ANTENNA GROUND BAR(AS REQUIRED) P008081A m '11I It2 AWG GROUND LEAD(AS REQUIRED) x ADDRESS: w NOTE: SITE 8777 SW BURNHAM ST _, 1. CONTRACTOR TO REPLACE ALL MISSING GROUND BARS TIGARD,OR 97223 2 AND GROUNDING CONNECTIONS AS REQUIRED. 5 2 r SHEET DESCRIPTION: ll% I GROUNDING PLANS SHEETNUMBER: NOTES & LEGEND SCALE N.T.S. EQUIPMENT GROUNDING SCALE N.T.S. 2 rG 1 PLANS PREPARED FOR: NOTES' T Mobile LANDLORD SIGNATURE EXISTING 06 AWG STRANDED Cu NEW GENERATOR AND ATS GROUNDING 1. PROVIDE NO-OX GREASE Al CON I ACT SURFACE BETWEEN LUG AND GROUND BAR �; WIRES TO EXISTING EQUIPMENT KIT.06 AWCKW STRANDED Cu WIRE WITH ll`j - 830 HOLLADAY STREET GREEN,600V,THWN INSULATION OR BLACK r 1 2. CONTRACTOR WILL VERIFY BUSS BAR PORTLAND.OR 97232 GROUNDING TO THE TOWER OR RING. ""'1 "'" "" TYPE HS TYPE2-YA-2 TYPE%A TYPE YA-2 TYPE GT 3. GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC PLANS PREPARED BY, — — ,,,i., CONNECTION. ` . + �?% [ iecitnciogy4iuociates O 00000 0 0 0 0 0 0 0 0 0 0 0 0 000 C - EXISTING MAIN GROUND BAR TYPE TA TYPE VN TYPE NC TYPE SS TYPE GY PORTLAND MARKET OFFICE O 0 00 00 0O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O 3 MONROE PARKWAY,STE.P#313 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LAKE OSWEGO,OR 97035 00000000000000000000 ��g ��: �— J JURISDICTION APPROVAL SEAL: �, TYPE W TYPE VS TYPE VB TYPE PT TYPE GR TWO-HOLE LUG,BOLTED TO —EXOTHERMIC WELD — GROUND BAR USING 3IB"-16x1 —1I� NOTE: _ BOLTS HARDEEL WARE. UNIT `EXISTING(2)112 AWG SOLID TINNED BARE Cu WIRE 30LT5 AND HARDWARE. ERICO EXOTHERMIC"MOLD TYPES"SHOWN HERE ARE EXAMPLES.CONSULT WITH PROJECT TO EXISTING GROUND RING MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. SCALE 10 MAIN GROUND BAR SCALE 14 EXOTHERMIC WELDING SCALE I 1 ENGINEERING_ SEAL: NOT USED N.T.S. N.T.S. N.T.S. NOTES. ��¢Gp PROF�s WEATHFRPROOFING 3" 12'TO 24" 1. ALL HARDWARE BOLTS,NUTS. KIT(SEE NOTE 3) MIN. WIRE SIZE BURNDY LUG BOLT SIZE STAINLESS STEEL.LOCK WASHERS ALL /�`G, NG I NP so ANTENNA CABLE CABLE HARDWARE ARE TO BE AS I�/ !. t`� /G CONNECTOR Afi AWG GREEN INSULATED VA6C-2TC38 9/8'-16 NC 32 BOLT FOLLOWS.BOLT.FLAT ,V V WASHER.GROUND BAR. 92430PE f 412 AWG SOLID TINNED YA3C-2TC38 3/8'-16 NC S 2 BOLT GROUND LUG.FLAT WASHER. LOCK WASHER AND NUT. 61 BOAWG STRANDED YA2C-2TC38 3I8'-16 NCS2 BOLT 2. COPPER SHIELD.ANTIOX,CR CABLE GROUND KIT C f NO-OX OR EQUIVALENT SHALL �'R�VP-' /_ 02/0 MEG STRANDED VA2S-2TC38 318"-16 NC 32 BOLT BE PLACE WHERE ALL .. /j _ DISSIMILAR METALS CONNECT. �pK pF k410 AWG STRANDED YA28-2N 12'-16 NC S2 BOLT "VLY 11 p NS AWG STRANDED Cu WIRE WITH 3. ALL LUGS ARE TO BE _'A GREEN.600V,TMYN INSULATION OR INSTALLED PER BLACK(GROUNDED TO GROUND BAR) MANUFACTURERS R. HAR°�P HEAT SHRINK SPECIFICATIONS. (CLEAR HEAT SHRINK INDOOR a 01.26.22 SLACK HEAT SHRINK OUTDOOR) 4. ALL LIIOS MUST HAVE ANTENNA AND/OR GPS CABLE BURNDY GROUND LUG INSPECTION WINDOWS. EXPIRES: 06.30.2023 CONNECTION (SEE TABLE FOR SIZE AND MODEL) NUT( 1 BURNDYL FOR LUG 7 AND(SEE TABLEE S FOR SIZE NOTES: LOCK WASHER AND MODEL) DRAWING NOTICE: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS (TYP.) BARE WIRE TO BE DIRECT GROUND WIRE DOWN TO GROUND BAR. FLAT WASHER I jOXATSOTHENDT THESE DOCUMENTS ARE CONFIDENTIAL ITYP.I AND ARE THE SOLE PROPERTY OF w w 2. GROUNDING KIT TYPE SHALL BE APPROVED arrMO PRIOR TO INSTALLATION 'OBILE AND MAY NOT BE REPRODUCED, x GROUNDING DISSEMINATED OR REDISTRIBUTED 3. WEATHERPROOFING SHALL INCORPORATE PPC WEATHERPROOFING CONDUCTOR WITHOUT THE EXPRESS WRITTEN 8 TAPE KIT,COLD SHRINK SHALL NOT BE USED. GROUND BAR 5 FLAT WASHER BOLT(-PIP CONSENT OF T-MOBILE. z ITYP I REVISIONS: o SCALE SCALE SCALE SCALE DESCRIPTION DATE BY REV NOT USED N.T.S. 5 MECHANICAL LUG 2 Eo._oRAO%GENADOCOREVIEW f 12,17; 1 u NOT USED N.T.S. CABLE GROUNDING N.T.S. N.T.S. A c' B ���IE0FOR IWX GEN P➢O CO 012fil1g2 MGM 0 O S _. — Pi I B 0 SITE NAME: RI TIGARD DT-CCI LI x SITE NUMBER: - 5 P008081 A II- 5,TE ADDRESS: r 8777 SW BURNHAM ST i I TIGARD,OR 97223 3 0 r SHEET DESCRIPTION: I GROUNDING DETAILS 0 z SHEET NUMBER: NOT USED SCALE N.T.S. 12 NOT USED N.T.S. 9 NOT USED N.T.S. 6 NOT USED N.T.S. 3 r (;-2